The NGS Data Sheet

See file dsdata.pdf for more information about the datasheet.
PROGRAM = datasheet95, VERSION = 8.12.5.19
Starting Datasheet Retrieval...
1    National Geodetic Survey, Retrieval Date = FEBRUARY 19, 2025 12:50:58 EST
 DJ4303 ***********************************************************************
 DJ4303  CORS        -  This is a GPS Continuously Operating Reference Station.
 DJ4303  DESIGNATION -  GRAND MOUND CORS ARP
 DJ4303  CORS_ID     -  GRMD
 DJ4303  PID         -  DJ4303
 DJ4303  STATE/COUNTY-  WA/THURSTON
 DJ4303  COUNTRY     -  US
 DJ4303  USGS QUAD   -  ROCHESTER (2017)
 DJ4303
 DJ4303                         *CURRENT SURVEY CONTROL
 DJ4303  ______________________________________________________________________
 DJ4303* NAD 83(2011) POSITION- 46 47 43.73513(N) 123 01 21.28805(W)   ADJUSTED
 DJ4303* NAD 83(2011) ELLIP HT-    31.071 (meters)        (07/??/23)   ADJUSTED
 DJ4303* NAD 83(2011) EPOCH   -  2010.00
 DJ4303* NAVD 88 ORTHO HEIGHT -    52.311 (meters)      171.62  (feet) ADJUSTED
 DJ4303  ______________________________________________________________________
 DJ4303  GEOID HEIGHT    -        -21.216 (meters)                     GEOID18
 DJ4303  NAD 83(2011) X  - -2,383,865.221 (meters)                     COMP
 DJ4303  NAD 83(2011) Y  - -3,667,665.323 (meters)                     COMP
 DJ4303  NAD 83(2011) Z  -  4,626,251.856 (meters)                     COMP
 DJ4303  VERT ORDER      -  SECOND    CLASS I
 DJ4303
 DJ4303  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DJ4303  Standards:
 DJ4303         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DJ4303            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DJ4303  -------------------------------------------------------------------
 DJ4303  NETWORK    0.18   0.38           0.06   0.08   0.19      0.38435700
 DJ4303  -------------------------------------------------------------------
 DJ4303
 DJ4303.The coordinates were established by GPS observations
 DJ4303.and adjusted by the National Geodetic Survey in July 2023.
 DJ4303
 DJ4303.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DJ4303.been affixed to the stable North American Tectonic Plate. 
 DJ4303
 DJ4303.The coordinates are valid at the epoch date displayed above
 DJ4303.which is a decimal equivalence of Year/Month/Day.
 DJ4303
 DJ4303.Due to the release of the International GNSS Service (IGS) 2014
 DJ4303.realization of the International Terrestrial Reference Frame of 2014
 DJ4303.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DJ4303.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DJ4303.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DJ4303.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DJ4303.currently published epoch of 2010.00.
 DJ4303
 DJ4303.Additional information on MYCS2 is available at
 DJ4303.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DJ4303
 DJ4303.The orthometric height was determined by differential leveling and
 DJ4303.adjusted by the NATIONAL GEODETIC SURVEY
 DJ4303.in January 2008.
 DJ4303
 DJ4303.No vertical observational check was made to the station.
 DJ4303
 DJ4303.Significant digits in the geoid height do not necessarily reflect accuracy.
 DJ4303.GEOID18 height accuracy estimate available here.
 DJ4303
 DJ4303.The PID for the CORS L1 Phase Center is DR8304.
 DJ4303
 DJ4303.Click photographs - Photos may exist for this station.
 DJ4303
 DJ4303.The XYZ, and position/ellipsoidal ht. are equivalent.
 DJ4303
 DJ4303.The ellipsoidal height was determined by GPS observations
 DJ4303.and is referenced to NAD 83.
 DJ4303
 DJ4303. The following values were computed from the NAD 83(2011) position.
 DJ4303
 DJ4303;                    North         East     Units Scale Factor Converg.
 DJ4303;SPC WA S     -   165,597.831   307,459.766   MT  0.99992133   -1 49 56.6
 DJ4303;SPC WA S     -   543,298.88  1,008,724.25   sFT  0.99992133   -1 49 56.6
 DJ4303;UTM  10      - 5,182,437.420   498,276.802   MT  0.99960004   -0 00 59.3
 DJ4303
 DJ4303!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DJ4303!SPC WA S     -   0.99999513  x   0.99992133  =   0.99991646
 DJ4303!UTM  10      -   0.99999513  x   0.99960004  =   0.99959517
 DJ4303
 DJ4303_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS9827682437(NAD 83)
 DJ4303
 DJ4303                          SUPERSEDED SURVEY CONTROL
 DJ4303
 DJ4303  NAD 83(2011)-  46 47 43.73503(N)    123 01 21.28855(W) AD(2010.00) c
 DJ4303  ELLIP H (12/??/22)   31.071  (m)                       GP(2010.00) c c
 DJ4303  NAD 83(2011)-  46 47 43.73504(N)    123 01 21.28853(W) AD(2010.00) c
 DJ4303  ELLIP H (05/??/21)   31.083  (m)                       GP(2010.00) c c
 DJ4303  NAD 83(2011)-  46 47 43.73504(N)    123 01 21.28886(W) AD(2010.00) c
 DJ4303  ELLIP H (07/??/20)   31.083  (m)                       GP(2010.00) c c
 DJ4303  NAD 83(2011)-  46 47 43.73508(N)    123 01 21.28893(W) AD(2010.00) c
 DJ4303  ELLIP H (06/??/19)   31.066  (m)                       GP(2010.00) c c
 DJ4303  NAD 83(2011)-  46 47 43.73513(N)    123 01 21.28916(W) AD(2010.00) c
 DJ4303  ELLIP H (03/??/12)   31.071  (m)                       GP(2010.00) c c
 DJ4303  NAD 83(CORS)-  46 47 43.73310(N)    123 01 21.29177(W) AD(2002.00) c
 DJ4303  ELLIP H (03/??/12)   31.054  (m)                       GP(2002.00) c c
 DJ4303
 DJ4303.Superseded values are not recommended for survey control.
 DJ4303
 DJ4303.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DJ4303.See file dsdata.pdf to determine how the superseded data were derived.
 DJ4303
 DJ4303_MARKER: STATION IS THE ANTENNA REFERENCE POINT OF THE GPS ANTENNA
 DJ4303_MAGNETIC: I = MARKER IS A STEEL ROD
 DJ4303
 DJ4303                          STATION DESCRIPTION
 DJ4303
 DJ4303'DESCRIBED BY NATIONAL GEODETIC SURVEY 2023
 DJ4303'STATION IS PART OF THE NOAA CORS NETWORK.  LATEST INFORMATION INCLUDING
 DJ4303'POSITIONS AND VELOCITIES ARE AVAILABLE IN THE COORDINATE AND LOG FILES
 DJ4303'ACCESSIBLE AT THE WORLDWIDE WEB.
 DJ4303'https://geodesy.noaa.gov/CORS/data.shtml
 DJ4303'https://geodesy.noaa.gov/CORS
1    National Geodetic Survey, Retrieval Date = FEBRUARY 19, 2025 12:50:58 EST
 DN6068 ***********************************************************************
 DN6068  CORS        -  This is a GPS Continuously Operating Reference Station.
 DN6068  DESIGNATION -  GRAND MOUND CORS GRP
 DN6068  CORS_ID     -  GRMD
 DN6068  PID         -  DN6068
 DN6068  STATE/COUNTY-  WA/THURSTON
 DN6068  COUNTRY     -  US
 DN6068  USGS QUAD   -  ROCHESTER (2017)
 DN6068
 DN6068                         *CURRENT SURVEY CONTROL
 DN6068  ______________________________________________________________________
 DN6068* NAD 83(2011) POSITION- 46 47 43.73513(N) 123 01 21.28805(W)   ADJUSTED
 DN6068* NAD 83(2011) ELLIP HT-    31.063 (meters)        (07/??/23)   ADJUSTED
 DN6068* NAD 83(2011) EPOCH   -  2010.00
 DN6068  ______________________________________________________________________
 DN6068  GEOID HEIGHT    -        -21.216 (meters)                     GEOID18
 DN6068  NAD 83(2011) X  - -2,383,865.217 (meters)                     COMP
 DN6068  NAD 83(2011) Y  - -3,667,665.319 (meters)                     COMP
 DN6068  NAD 83(2011) Z  -  4,626,251.850 (meters)                     COMP
 DN6068  LAPLACE CORR    -         -0.99  (seconds)                    DEFLEC18
 DN6068
 DN6068  Network accuracy estimates per FGDC Geospatial Positioning Accuracy
 DN6068  Standards:
 DN6068         FGDC (95% conf, cm)     Standard deviation (cm)     CorrNE
 DN6068            Horiz  Ellip           SD_N   SD_E   SD_h      (unitless)
 DN6068  -------------------------------------------------------------------
 DN6068  NETWORK    0.18   0.38           0.06   0.08   0.19      0.38435700
 DN6068  -------------------------------------------------------------------
 DN6068
 DN6068.The horizontal coordinates were established by GPS observations
 DN6068.and adjusted by the National Geodetic Survey in July 2023.
 DN6068
 DN6068.NAD 83(2011) refers to NAD 83 coordinates where the reference frame has 
 DN6068.been affixed to the stable North American Tectonic Plate. 
 DN6068
 DN6068.The horizontal coordinates are valid at the epoch date displayed above
 DN6068.which is a decimal equivalence of Year/Month/Day.
 DN6068
 DN6068.Due to the release of the International GNSS Service (IGS) 2014
 DN6068.realization of the International Terrestrial Reference Frame of 2014
 DN6068.(ITRF2014), NGS reprocessed all NOAA CORS Network and some IGS stations
 DN6068.using data collected between 1/1/1996 and 1/30/2017. The resulting ITRF2014
 DN6068.epoch 2010.00 coordinates, referred to as Multi-Year CORS Solution 2
 DN6068.(MYCS2), were transformed to NAD 83 (2011/PA11/MA11) maintaining the
 DN6068.currently published epoch of 2010.00.
 DN6068
 DN6068.Additional information on MYCS2 is available at
 DN6068.https://geodesy.noaa.gov/CORS/news/mycs2/mycs2.shtml
 DN6068
 DN6068.Significant digits in the geoid height do not necessarily reflect accuracy.
 DN6068.GEOID18 height accuracy estimate available here.
 DN6068
 DN6068.Click photographs - Photos may exist for this station.
 DN6068
 DN6068.The XYZ, and position/ellipsoidal ht. are equivalent.
 DN6068
 DN6068.The Laplace correction was computed from DEFLEC18 derived deflections.
 DN6068
 DN6068.The ellipsoidal height was determined by GPS observations
 DN6068.and is referenced to NAD 83.
 DN6068
 DN6068. The following values were computed from the NAD 83(2011) position.
 DN6068
 DN6068;                    North         East     Units Scale Factor Converg.
 DN6068;SPC WA S     -   165,597.831   307,459.766   MT  0.99992133   -1 49 56.6
 DN6068;SPC WA S     -   543,298.88  1,008,724.25   sFT  0.99992133   -1 49 56.6
 DN6068;UTM  10      - 5,182,437.420   498,276.802   MT  0.99960004   -0 00 59.3
 DN6068
 DN6068!             -  Elev Factor  x  Scale Factor =   Combined Factor
 DN6068!SPC WA S     -   0.99999513  x   0.99992133  =   0.99991646
 DN6068!UTM  10      -   0.99999513  x   0.99960004  =   0.99959517
 DN6068
 DN6068_U.S. NATIONAL GRID SPATIAL ADDRESS: 10TDS9827682437(NAD 83)
 DN6068
 DN6068                          SUPERSEDED SURVEY CONTROL
 DN6068
 DN6068  NAD 83(2011)-  46 47 43.73503(N)    123 01 21.28855(W) AD(2010.00) A
 DN6068  ELLIP H (12/??/22)   31.063  (m)                       GP(2010.00) 4 1
 DN6068  NAD 83(2011)-  46 47 43.73504(N)    123 01 21.28853(W) AD(2010.00) A
 DN6068  ELLIP H (05/??/21)   31.075  (m)                       GP(2010.00) 4 1
 DN6068  NAD 83(2011)-  46 47 43.73504(N)    123 01 21.28886(W) AD(2010.00) A
 DN6068  ELLIP H (07/??/20)   31.075  (m)                       GP(2010.00) 4 1
 DN6068  NAD 83(2011)-  46 47 43.73508(N)    123 01 21.28893(W) AD(2010.00) A
 DN6068  ELLIP H (06/??/19)   31.058  (m)                       GP(2010.00) 4 1
 DN6068  NAD 83(2011)-  46 47 43.73513(N)    123 01 21.28916(W) AD(2010.00) A
 DN6068  ELLIP H (03/??/12)   31.063  (m)                       GP(2010.00) 4 1
 DN6068  NAD 83(CORS)-  46 47 43.73310(N)    123 01 21.29177(W) AD(2002.00) A
 DN6068  ELLIP H (03/??/12)   31.046  (m)                       GP(2002.00) 4 1
 DN6068
 DN6068.Superseded values are not recommended for survey control.
 DN6068
 DN6068.NGS no longer adjusts projects to the NAD 27 or NGVD 29 datums.
 DN6068.See file dsdata.pdf to determine how the superseded data were derived.
 DN6068
 DN6068_STAMPING: UNKNOWN
 DN6068
 DN6068                          STATION DESCRIPTION
 DN6068
 DN6068'THIS MONUMENT IS ASSOCIATED WITH CORS SITE 'GRMD'
 DN6068'LATEST INFORMATION INCLUDING POSITIONS AND VELOCITIES
 DN6068'ARE AVAILABLE IN THE COORDINATE AND LOG FILES ACCESSIBLE
 DN6068'BY ANONYMOUS FTP OR THE WORLDWIDE WEB.
 DN6068'   https://geodesy.noaa.gov/corsdata/coord/coord_14
 DN6068'   https://geodesy.noaa.gov/corsdata/station_log
 DN6068'   https://geodesy.noaa.gov/CORS
 DN6068'RECOVERED AS DESCRIBED.




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